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DCTDHS/06 DuraGal DESIGN CAPACITY TABLES<br />

MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D8-37<br />

TABLE D8.3-1(2)(B)<br />

SERVICEABILITY LIMIT STATE MAXIMUM DESIGN LOADS<br />

FIXED END BEAMS<br />

DuraGal RECTANGULAR HOLLOW SECTIONS: GRADE C450L0<br />

Standard Thickness<br />

bending about x-axis<br />

W * S1<br />

= Maximum Serviceability Design Load based on Deflection Limit of SPAN / 250<br />

Designation Mass W* S1 (kN)<br />

per m<br />

d b t<br />

Span of Beam (L) in metres<br />

mm mm mm kg/m 0.5 0.75 1.0 1.25 1.5 1.75 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0<br />

100 x 50 x 6.0 RHS 12.0 2100 934 525 336 233 171 131 84.0 58.4 42.9 32.8 25.9 21.0 14.6<br />

5.0 RHS 10.3 1880 834 469 300 209 153 117 75.1 52.1 38.3 29.3 23.2 18.8 13.0<br />

4.0 RHS 8.49 1610 714 401 257 178 131 100 64.2 44.6 32.8 25.1 19.8 16.1 11.2<br />

3.5 RHS 7.53 1450 645 363 232 161 118 90.7 58.1 40.3 29.6 22.7 17.9 14.5 10.1<br />

3.0 RHS 6.60 1310 581 327 209 145 107 81.8 52.3 36.3 26.7 20.4 16.1 13.1 9.08<br />

2.5 RHS 5.56 1120 498 280 179 125 91.5 70.0 44.8 31.1 22.9 17.5 13.8 11.2 7.78<br />

2.0 RHS 4.50 921 409 230 147 102 75.2 57.6 36.9 25.6 18.8 14.4 11.4 9.21 6.40<br />

1.6 RHS 3.64 753 335 188 121 83.7 61.5 47.1 30.1 20.9 15.4 11.8 9.3 7.53 5.23<br />

75 x 50 x 6.0 RHS 9.67 983 437 246 157 109 80.2 61.4 39.3 27.3 20.1 15.4 12.1 9.83 6.83<br />

5.0 RHS 8.35 892 397 223 143 99.1 72.8 55.8 35.7 24.8 18.2 13.9 11.0 8.92 6.20<br />

4.0 RHS 6.92 774 344 194 124 86.0 63.2 48.4 31.0 21.5 15.8 12.1 9.56 7.74 5.38<br />

3.0 RHS 5.42 641 285 160 103 71.2 52.3 40.1 25.6 17.8 13.1 10.0 7.91 6.41 4.45<br />

2.5 RHS 4.58 552 245 138 88.4 61.4 45.1 34.5 22.1 15.3 11.3 8.63 6.82 5.52 3.84<br />

2.0 RHS 3.72 457 203 114 73.1 50.7 37.3 28.5 18.3 12.7 9.32 7.14 5.64 4.57 3.17<br />

1.6 RHS 3.01 375 167 93.7 60.0 41.7 30.6 23.4 15.0 10.4 7.65 5.86 4.63 3.75 2.60<br />

75 x 25 x 2.5 RHS 3.60 350 156 87.6 56.1 38.9 28.6 21.9 14.0 9.73 7.15 5.48 4.33 3.50 2.43<br />

2.0 RHS 2.93 293 130 73.2 46.9 32.5 23.9 18.3 11.7 8.14 5.98 4.58 3.62 2.93 2.03<br />

1.6 RHS 2.38 243 108 60.6 38.8 26.9 19.8 15.2 9.70 6.74 4.95 3.79 2.99 2.43 1.68<br />

65 x 35 x 4.0 RHS 5.35 403 179 101 64.5 44.8 32.9 25.2 16.1 11.2 8.23 6.30 4.98 4.03 2.80<br />

3.0 RHS 4.25 345 153 86.3 55.3 38.4 28.2 21.6 13.8 9.59 7.05 5.40 4.26 3.45 2.40<br />

2.5 RHS 3.60 300 134 75.1 48.1 33.4 24.5 18.8 12.0 8.35 6.13 4.69 3.71 3.00 2.09<br />

2.0 RHS 2.93 251 111 62.7 40.1 27.9 20.5 15.7 10.0 6.96 5.12 3.92 3.09 2.51 1.74<br />

50 x 25 x 3.0 RHS 3.07 137 61.0 34.3 22.0 15.3 11.2 8.58 5.49 3.81 2.80 2.15 1.69 1.37 0.953<br />

2.5 RHS 2.62 121 54.0 30.4 19.4 13.5 9.92 7.59 4.86 3.37 2.48 1.90 1.50 1.21 0.844<br />

2.0 RHS 2.15 103 45.8 25.8 16.5 11.4 8.41 6.44 4.12 2.86 2.10 1.61 1.27 1.03 0.715<br />

1.6 RHS 1.75 86.2 38.3 21.6 13.8 9.58 7.04 5.39 3.45 2.40 1.76 1.35 1.06 0.862 0.599<br />

50 x 20 x 3.0 RHS 2.83 117 52.0 29.2 18.7 13.0 9.54 7.31 4.68 3.25 2.39 1.83 1.44 1.17 0.812<br />

2.5 RHS 2.42 104 46.3 26.0 16.7 11.6 8.50 6.51 4.17 2.89 2.13 1.63 1.29 1.04 0.723<br />

2.0 RHS 1.99 88.9 39.5 22.2 14.2 9.87 7.25 5.55 3.55 2.47 1.81 1.39 1.10 0.889 0.617<br />

1.6 RHS 1.63 74.7 33.2 18.7 12.0 8.30 6.10 4.67 2.99 2.08 1.52 1.17 0.922 0.747 0.519<br />

Note: 1. Serviceabilty Load W * S1 =384EI / (250L 2 )

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